Length about discharge per unit width of aquifer Solution

STEP 0: Pre-Calculation Summary
Formula Used
Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge)
Lstream = (ho^2-h1^2)*K/(2*Q)
This formula uses 5 Variables
Variables Used
Length between upstream and downstream - (Measured in Meter) - Length between upstream and downstream water bodies on a horizontal base with a difference in surface elevations.
Piezometric Head at Upstream End - (Measured in Meter) - Piezometric Head at Upstream End is defined as a specific measurement of liquid pressure above a vertical datum.
Piezometric Head at Downstream End - (Measured in Meter) - Piezometric Head at Downstream End is defined as a specific measurement of liquid pressure above a vertical datum.
Coefficient of Permeability - (Measured in Meter per Second) - The Coefficient of Permeability of soil describes how easily a liquid will move through the soil.
Discharge - (Measured in Cubic Meter per Second) - Discharge is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.
STEP 1: Convert Input(s) to Base Unit
Piezometric Head at Upstream End: 12 Meter --> 12 Meter No Conversion Required
Piezometric Head at Downstream End: 5 Meter --> 5 Meter No Conversion Required
Coefficient of Permeability: 9 Centimeter per Second --> 0.09 Meter per Second (Check conversion ​here)
Discharge: 3 Cubic Meter per Second --> 3 Cubic Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Lstream = (ho^2-h1^2)*K/(2*Q) --> (12^2-5^2)*0.09/(2*3)
Evaluating ... ...
Lstream = 1.785
STEP 3: Convert Result to Output's Unit
1.785 Meter --> No Conversion Required
FINAL ANSWER
1.785 Meter <-- Length between upstream and downstream
(Calculation completed in 00.020 seconds)

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10+ Unconfined Flow by Dupit's Assumption Calculators

Water table profile neglecting depths of water in drains
​ Go Water Table Profile = sqrt((Natural Recharge/Coefficient of Permeability)*(Length between tile drain-Flow in 'x' Direction)*Flow in 'x' Direction)
Change in Drawdown given Discharge
​ Go Change in Drawdown = Discharge*ln(Radial Distance at Observation Well 2/Radial Distance at Observation Well 1)/2*pi*Transmissivity
Natural Recharge given total head
​ Go Natural Recharge = (Water Table Profile^2*Coefficient of Permeability)/((Length between tile drain-Flow in 'x' Direction)*Flow in 'x' Direction)
Length about discharge per unit width of aquifer
​ Go Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge)
Discharge per unit width of aquifer is
​ Go Discharge = ((Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability)/2*Length between upstream and downstream
Maximum Height of Water Table
​ Go Maximum Height of Water Table = (Length between tile drain/2)*sqrt(Natural Recharge/Coefficient of Permeability)
Length when Maximum Height of Water Table is Considered
​ Go Length between tile drain = 2*Maximum Height of Water Table/sqrt(Natural Recharge/Coefficient of Permeability)
Mass Flux Entering Element
​ Go Mass Flux Entering the element = Water Density*Gross Velocity of Groundwater*Head*Change in 'y' Direction
Recharge when Maximum Height of Water Table
​ Go Natural Recharge = (Maximum Height of Water Table/(Length between tile drain/2))^2*Coefficient of Permeability
Length when discharge entering per unit length of drain is considered
​ Go Length between tile drain = Discharge/Natural Recharge

Length about discharge per unit width of aquifer Formula

Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge)
Lstream = (ho^2-h1^2)*K/(2*Q)

What is Discharge?

In Hydrology, Discharge is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material in addition to the water itself.

How to Calculate Length about discharge per unit width of aquifer?

Length about discharge per unit width of aquifer calculator uses Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge) to calculate the Length between upstream and downstream, The length about discharge per unit width of aquifer is given is defined as the overall length of the catchment area under consideration. Length between upstream and downstream is denoted by Lstream symbol.

How to calculate Length about discharge per unit width of aquifer using this online calculator? To use this online calculator for Length about discharge per unit width of aquifer, enter Piezometric Head at Upstream End (ho), Piezometric Head at Downstream End (h1), Coefficient of Permeability (K) & Discharge (Q) and hit the calculate button. Here is how the Length about discharge per unit width of aquifer calculation can be explained with given input values -> 1.785 = (12^2-5^2)*0.09/(2*3).

FAQ

What is Length about discharge per unit width of aquifer?
The length about discharge per unit width of aquifer is given is defined as the overall length of the catchment area under consideration and is represented as Lstream = (ho^2-h1^2)*K/(2*Q) or Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge). Piezometric Head at Upstream End is defined as a specific measurement of liquid pressure above a vertical datum, Piezometric Head at Downstream End is defined as a specific measurement of liquid pressure above a vertical datum, The Coefficient of Permeability of soil describes how easily a liquid will move through the soil & Discharge is the volumetric flow rate of water that is transported through a given cross-sectional area. It includes any suspended solids, dissolved chemicals, or biologic material.
How to calculate Length about discharge per unit width of aquifer?
The length about discharge per unit width of aquifer is given is defined as the overall length of the catchment area under consideration is calculated using Length between upstream and downstream = (Piezometric Head at Upstream End^2-Piezometric Head at Downstream End^2)*Coefficient of Permeability/(2*Discharge). To calculate Length about discharge per unit width of aquifer, you need Piezometric Head at Upstream End (ho), Piezometric Head at Downstream End (h1), Coefficient of Permeability (K) & Discharge (Q). With our tool, you need to enter the respective value for Piezometric Head at Upstream End, Piezometric Head at Downstream End, Coefficient of Permeability & Discharge and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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